KR101564628B1 - The block for scour prevention - Google Patents

The block for scour prevention Download PDF

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Publication number
KR101564628B1
KR101564628B1 KR1020150091318A KR20150091318A KR101564628B1 KR 101564628 B1 KR101564628 B1 KR 101564628B1 KR 1020150091318 A KR1020150091318 A KR 1020150091318A KR 20150091318 A KR20150091318 A KR 20150091318A KR 101564628 B1 KR101564628 B1 KR 101564628B1
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KR
South Korea
Prior art keywords
weight
main body
wing portion
filling hole
block
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KR1020150091318A
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Korean (ko)
Inventor
김영일
Original Assignee
주식회사 세영
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Priority to KR1020150091318A priority Critical patent/KR101564628B1/en
Application granted granted Critical
Publication of KR101564628B1 publication Critical patent/KR101564628B1/en

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/14Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment

Abstract

The present invention relates to a block for scour protection using illite and recycled aggregate. The block for scour protection using illite and recycled aggregate according to the present invention comprises: a cross-shaped main body which has a center body, front and rear wing parts, and left and right wing parts; and first flow preventing protrusions which are formed along the circumference of the filling hole on the top surface of the main body, wherein the center body has a filling hole in the center thereof, the front and rear wing parts are extended in the same width as the front and rear surfaces of the center body and have a uniform protruding length, and the left and right wing parts are extended from the left and right surfaces of the center body. According to the present invention, the block for scour protection using illite and recycled aggregate reduces the speed of upstream and downstream flow in a river; prevents scour; and preserves river ecosystems by reducing the speed of flow.

Description

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anti-

More particularly, the present invention relates to a scour prevention block using ilite and recycled aggregate, and more particularly, to a method of controlling a scour prevention block using an ilite The present invention relates to an anti-scouring block using ilites and recycled aggregates, which adsorb heavy metals, adsorb toxic gases, generate antimicrobial / antiviral, and negative ions.

Generally, in places such as slopes of rivers and banks, or cut-outs generated by the construction of dams or reservoirs, if the slopes are left untreated without the construction of the shore, the slopes of the slopes of the slopes and cut- In case of flood or heavy snowfall due to rainfall, a large amount of soil is leaked at once, so that the ground is collapsed, which makes it impossible to perform water and flood control, and also the surrounding natural environment and landscape are damaged.

Therefore, various types of scour prevention blocks are installed on slopes of rivers and banks or slopes of various slopes to prevent forced loss due to external pressure such as heavy rainfall and snowfall due to natural loss of slope and rainfall, .

For example, in Korean Patent Registration No. 10-1094878, a scour prevention cap is stored in a cap storage pocket formed in a revetment block, so that it is easy to manage the scour protection cap during transportation of the revetment block, There is disclosed a scour prevention shore protection block capable of storing a scour prevention cap that effectively prevents scouring when a scour prevention cap is inserted into a fastening space formed at a connection portion of a revetment block when a block is constructed.

However, the above-described technique has a problem in that the river ecosystem can not be maintained because the upper and lower flow velocity of the river are not all decelerated and the flow velocity has no reservoir.

Korean Patent Registration No. 10-1094878, 'shrink-proof shore protection block capable of storing a scour-proof cap'

Disclosure of Invention Technical Problem [8] Accordingly, the present invention has been made to solve the above problems, and it is an object of the present invention to provide a scour prevention block using sunlight and recycled aggregate in which streamflows are kept, I have to.

The present invention also provides an anti-scouring block using ilites and recycled aggregates that generate heavy metal adsorption, toxic gas adsorption, antimicrobial / antiviral, and negative ion generation through ilites.

In order to accomplish the above object, according to the present invention, there is provided a scour prevention block including a square central body having a fill hole penetrating upward and downward at a center thereof; A front wing portion and a rear wing portion extending in the same width as the front and rear widths of the central body and having a predetermined protrusion length; And a front wing portion and a left wing portion extending to the left and right sides of the center body so as to have a width smaller than the diameter of the filling hole and having a projection length smaller than the projection length of the front and rear wings; Wherein a first flow rate prevention protrusion is formed on the upper surface of the main body in the form of one or more arcs along the periphery of the filling hole; The plate-shaped second flow rate preventing protrusions are formed on the bottom surface of each side of the front, rear, left, and right side wing portions so as to have the same width as the width of each wing portion, and a storage portion communicating with the filling hole is formed in the space between each wing portion And the second flow rate prevention protrusion is formed such that an inner peripheral edge thereof is inclined. A plurality of the main bodies are arranged in the longitudinal direction so that the front and rear wing parts are connected to each other so that the left and right side wing parts protrude, An auxiliary filler hole is formed by inserting an adjacent main body front wing portion or a rear wing portion between a plurality of seat side wing portions or right side wing portions,
The main body contained 8.3% by weight of water, 13.7% by weight of ordinary Portland cement, 13.7% by weight of blast furnace slag, 4.2% by weight of recycled coarse aggregate, 4.2% by weight of natural coarse aggregate, 55.6% by weight of sand or circulating fine aggregate, 0.3% Based on the total weight of the composition.

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According to the present invention, the upper and lower flow velocities of the river are all decelerated, the gravel of the gravel is prevented, and the flow velocity is maintained to maintain the stream ecosystem.

It also has the effect of heavy metal adsorption, toxic gas adsorption, antimicrobial / antiviral, and negative ion generation through ilite.

FIG. 1 is a perspective view of a scour prevention block using a light and a recycled aggregate. FIG.
Fig. 2 is a perspective view showing another direction of the scour prevention block using the ilite and the recycled aggregate; Fig.
Fig. 3 is a side view of the anti-scouring block using the ilite and recycled aggregate. Fig.
FIG. 4 is a perspective view showing a connection between a scour prevention block using a light and a recycled aggregate; FIG.

The scour prevention block using the sunlight and the recycled aggregate according to the present invention is configured such that the upper and lower flow rates of the stream are all decelerated to prevent the scouring of the gravel and also the flow velocity of the soil is prevented to maintain the river ecosystem. Respectively.

Heavy metal adsorption, toxic gas adsorption, antimicrobial / antiviral, and anion generation were included.

Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

Fig. 1 is a perspective view of a scour prevention block using an ilite and a recycled aggregate, Fig. 2 is a perspective view showing another aspect of a scour prevention block using an ilite and recycled aggregate, Fig. 3 is a side view of a scour prevention block using ilite and recycled aggregate, 4 is a perspective view showing a connection of a scour prevention block using a light and a recycled aggregate.

1 to 4, the scour prevention block using the sunlight and the recycled aggregate according to the present invention includes a main body 10, a first flow rate prevention protrusion 20, and a second flow rate prevention projection 30 do.

The main body 10 includes a square central body (not shown) having a filling hole 11 penetrating up and down at the center thereof; A front wing portion (not shown) and a rear wing portion (not shown) extending at the same width as the widths of the front and rear surfaces of the central body (not shown), and having a predetermined protrusion length; (Not shown) extending to the left and right sides of the central body 10 'so as to have a width narrower than the diameter of the filling hole 11 and to have a protruding length smaller than the protruding length of the front and rear wing portions, (Not shown), so that the burrows and sediments due to the flow velocity are filled and the burrows are preferably prevented.

Here, the filling hole 11 is filled with soil or sediments moving by the flow velocity of the river, further supporting the main body 10 on the bottom of the river, and also serving as a nesting place for a river ecosystem (aquatic plant, fish, etc.) .

The first flow rate restricting projection 20 protrudes in the form of one or more arcs along the periphery of the upper surface filling hole 11 of the main body 10 so that the upper flow velocity of the stream is reduced.

Here, the first flow rate prevention protrusions 20 are arc-shaped, and it is preferable that the soil or sediments which are gently decelerated from the upper flow velocity of the river and move together are moved to the filling hole 11 naturally.

The second flow rate restricting projection 30 is formed in a plate shape that is downwardly protruded downward by the width of each wing portion on each side end bottom surface of the front, rear, left, and right side wing portions (not shown) It is preferable that the lower flow velocity of the stream is reduced as well as the flow velocity of the stream is kept and the stream ecosystem is maintained by forming the reservoir 35 communicating with the filling hole 11 with the space.
At this time, the second flow rate prevention protrusion 30 is formed such that the inner circumferential edge thereof is inclined so that the lower flow velocity of the stream is further moderately decelerated.

On the other hand, a plurality of the main bodies 10 are arranged in the longitudinal direction so that the front and rear wing portions (not shown) are connected to each other so that the left and right side wing portions (not shown) are protruded, It is preferable that the auxiliary wing holes 11 'are formed by inserting the front wing portion or the rear wing portion of the adjacent body 10 between the seat side wing portion (not shown) and the right side wing portion (not shown).
The main body 10 is composed of 8.3% by weight of water, 13.7% by weight of ordinary Portland cement, 13.7% by weight of blast furnace slag, 4.2% by weight of recycled coarse aggregate, 4.2% by weight of natural coarse aggregate, 55.6% And 0.3% by weight of light.

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The ilite is an ilite mineral, which is known to be a mica-type mineral belonging to monoclinic, having a hardness of 1 to 2, a specific gravity of 2.6 to 2.9, and a streak color of white.

These ilite minerals absorb and decompose heavy metals, adsorb, decompose and deodorize toxic gases, and have antibacterial properties such as viruses, bacteria and fungi. They have a characteristic of generating far infrared rays and a large amount of anions and oxygen, SiO2, Al2O3, Fe2O3, CaO, MgO, K2O, and the like.

Such ilite minerals are preferably crushed to a particle size of 10 to 100 mu m, and may be mixed through, for example, a purification process by magnetic force sorting, acid treatment, electrostatic sorting and floating sorting. It is preferable that 0.3 wt% of the ilite mineral is mixed with 100 wt% of the scour prevention block using the ilite and the recycled aggregate in a pulverized and refined state.

The ordinary Portland cement is most widely used as a powder in which a proper amount of gypsum is added to a clinker obtained by mixing raw materials including silica, aluminum, iron oxide and lime as main components in an appropriate ratio and firing it. Portland cement says.

The blast furnace slag fine powder is generated as a by-product when iron ore is used as a raw material in the form of blast furnace slag powder and the pig iron is produced in a blast furnace.

The blast furnace slag does not have a property of curing by reacting with water, but when it comes into contact with Portland cement, it changes into a property of being hardened by being stimulated. The property that shows hydraulic properties by external stimuli is called latent hydraulic property.

Such blast furnace slag is more uniform in quality than other mineral admixtures, has a great effect of reducing the heat of hydration in the concrete, and improves watertightness and chemical resistance of the concrete.

Therefore, blast furnace slag is recommended to be widely applied to various types of marine concrete structures and various concrete structures requiring high durability.

Further, since the production amount of the Portland cement clinker can be reduced by the amount of the blast furnace slag used in place of the Portland cement, it is an environmentally friendly material capable of reducing the generation of carbon dioxide generated by pyrolysis of limestone as a raw material of the production.

The recycled coarse aggregate is a recycled aggregate having a size of 5 to 13 mm. The recycled coarse aggregate is a recycled aggregate having a size of 5 to 13 mm.

The natural coarse aggregate is an ordinary aggregate having a size of 5 to 13 mm and is a natural aggregate such as river sand and sea sand.

The recycled fine aggregate is a recycled aggregate having a size of 1 to 5 mm. The recycled aggregate is a recycled aggregate having a size of 1 to 5 mm.

As described above, according to the present invention, the flow velocity of the upper and lower parts of the river is all reduced, the irregularities of the gravel are prevented, the river ecosystem is preserved by restraining the flow velocity, and the heavy metal adsorption, toxic gas adsorption, There is an effect that occurs.

According to the present invention, there is provided a scour prevention block using sunlight and a recycled aggregate in which the flow velocity of the upper and lower parts of the river is all reduced, the gravel of the gravel is prevented, and the stream ecosystem is preserved.

It also provides anti-scouring blocks using light and recycled aggregates that generate heavy metal adsorption, toxic gas adsorption, antimicrobial / antiviral, and negative ion generation through Illight.

10: Body
11: Fill ball
11 ': auxiliary filling ball
20: first flow rate prevention projection
30: second flow rate prevention projection
35: Storage section

Claims (4)

A square central body (not shown) having a filling hole 11 penetrating up and down in the center; A front wing portion (not shown) and a rear wing portion (not shown) extending at the same width as the widths of the front and rear surfaces of the central body (not shown), and having a predetermined protrusion length; (Not shown) extending to the left and right sides of the central body 10 'so as to have a width narrower than the diameter of the filling hole 11 and to have a protruding length smaller than the protruding length of the front and rear wing portions, A main body 10 of a cross shape including a right side wing portion (not shown);
A first flow rate prevention protrusion 20 is formed on the upper surface of the main body 10 in the form of one or more arcs along the periphery of the filling hole 11;
The plate-shaped second flow rate preventing protrusions 30 are formed on the bottom surface of each side of the front, rear, left and right side wing portions (not shown) to have the same width as the width of each wing portion, And the second flow rate prevention protrusion 30 is formed such that an inner peripheral edge thereof is inclined. In this case,
A plurality of the main bodies 10 are arranged in the longitudinal direction so that the front and rear wing portions (not shown) are connected to each other so that the left and right side wing portions (not shown) protrude, The front wing portion or the rear wing portion of the main body 10 adjacent to the main body 10 is inserted so that the auxiliary filling hole 11 'is formed between the main body 10 and the right side wing portion (not shown)
The main body 10 is composed of 8.3% by weight of water, 13.7% by weight of ordinary Portland cement, 13.7% by weight of blast furnace slag, 4.2% by weight of recycled coarse aggregate, 4.2% by weight of natural coarse aggregate, 55.6% By weight based on 100% by weight of the total weight of the composition.
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KR1020150091318A 2015-06-26 2015-06-26 The block for scour prevention KR101564628B1 (en)

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KR1020150091318A KR101564628B1 (en) 2015-06-26 2015-06-26 The block for scour prevention

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101762682B1 (en) 2017-01-13 2017-07-31 주식회사 무림콘크리트 Method For Manufacturing A Vegetation Revetment Block With High Freeze-Thaw Resistance

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200346774Y1 (en) * 2003-08-13 2004-04-06 오승섭 An embankment block for plant community
KR100818794B1 (en) 2006-12-22 2008-04-02 (주)자강 A block for protecting a river bed

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200346774Y1 (en) * 2003-08-13 2004-04-06 오승섭 An embankment block for plant community
KR100818794B1 (en) 2006-12-22 2008-04-02 (주)자강 A block for protecting a river bed

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101762682B1 (en) 2017-01-13 2017-07-31 주식회사 무림콘크리트 Method For Manufacturing A Vegetation Revetment Block With High Freeze-Thaw Resistance

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